revision sw-603 · sudas director design methods engineer 4'' 4'' 6''...
TRANSCRIPT
![Page 1: REVISION SW-603 · SUDAS DIRECTOR DESIGN METHODS ENGINEER 4'' 4'' 6'' to 9'' 2''R or 3''R Pavement Adjacent Slope of Grade Form Driveway 16''" to 243 2 231 16'' '' to 63 4 53 2" to](https://reader036.vdocuments.net/reader036/viewer/2022070709/5ebb631c8161781ed85fc635/html5/thumbnails/1.jpg)
1
1
2
Drop Curb
31''
Flow
TYPE Q
3
6010.6
03
PLANPLAN
SECTION A-A SECTION B-B
TYPICAL SECTIONTYPICAL SECTION
FIG
UR
E
2TYPE R
A B B
2 2
SHEET 1 O
F 2
3'' max.
(Minimum open area 370 in )
Driveway Grate
A
Curb Inlet Grate
(Minimum open area 180 in )
For details of boxout pavement, refer to SW-514.
allowed.
grates with vanes facing both directions of flow are
Provide bicycle-safe vane-style grate. At low points,
specified in the contract documents.
For use at curb drops for driveways. Use only when
Pavement
Adjacent
Slope of GradeForm
ShapingSpecial
"43
" to 3541
35
"43
" to 3541
35
"41
36" to 36
" to 43"41
42
33"8
1" to 242
123
"41
36" to 36
" 41
43" to 43
SW-603
REVISION
10-16-18
SHEET 1 of 2
REVISIONS:Corrected typo on page two that said SHEET 1 of 2.
6
CASTINGS FOR GRATE INTAKES
STANDARD PLANROADFIGURE 6010.603
SUDAS DIRECTOR DESIGN METHODS ENGINEER
4'' 4''
6'' to 9''
31''
2''R or 3''R
Pavement
Adjacent
Slope of GradeForm
Driveway
''163
" to 2421
23
''163
'' to 643
5
" to 18''21
17
"21
6'' to 6
''43
2
"21
6'' to 6
''43
''43
''43
2
![Page 2: REVISION SW-603 · SUDAS DIRECTOR DESIGN METHODS ENGINEER 4'' 4'' 6'' to 9'' 2''R or 3''R Pavement Adjacent Slope of Grade Form Driveway 16''" to 243 2 231 16'' '' to 63 4 53 2" to](https://reader036.vdocuments.net/reader036/viewer/2022070709/5ebb631c8161781ed85fc635/html5/thumbnails/2.jpg)
2TYPE S
2
SECTION D-DSECTION C-C
12 spaces @ 3''
1''
6010.6
03
FIG
UR
E
4
4
SHEET 2 OF 2
2
PLAN
FL
OW
DA
TE
XX
X-
X
C
FL
OW
DA
TE
XX
X-
X
See Detail 'A'
DETAIL'A'
Bolt Slot Detail
PLAN
D
D
C
D
D
C C
Grate minimum weight = 340 lbs.
Frame minimum weight = 220 lbs.
requirements of ASTM A 536.
Use ductile iron frame castings meeting the
S Grate to use.
allowed. The Contractor has the choice of which Type
grates with vanes facing both directions of flow are
Provide bicycle-safe vane-style grate. At low points,
(Minimum open area 300 in )
Barrier Intake Grate
48''
45''
6''
6''
6''
Flow
45''
48''
Flow
4''
45''
40''
48''
6'' 6''
23''
27''
6'' 6''
R= 1"
60
"21
4
"21
4
"21
4
6''
6''
6''
"21
4
(typ.)†'' dia. hole
screws.
flat head cap
'' 43
" X 321
grate with six
Bolt frame to
"163
1
"169
12
"85
23
(typ.)
'' dia. hole85
hex head bolts.
stainless steel
''21
'' X 485
grate with six
Bolt frame to
'' dia. hole85
"21
37
"21
4
"81
25
"169
4 "169
8
"169
8 "169
4
"85
"43
"1615
1
"161
R= 1
"163
1
SW-603
REVISION
10-16-18
SHEET 2 of 2
REVISIONS:Corrected typo on page two that said SHEET 1 of 2.
6
CASTINGS FOR GRATE INTAKES
STANDARD PLANROADFIGURE 6010.603
SUDAS DIRECTOR DESIGN METHODS ENGINEER